The mechanism of landslide of dilative soil road cut is complex, so the traditional slope analysis method is unable to analyze it and obtain the reasonable explanation.

膨胀土路堑滑坡机理复杂，传统边坡分析方法无法对它进行分析并得出合理解释。

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Slice method and finite element method are principal methods of soil slope stability analysis.

条分法和有限元法是土质边坡稳定分析的主要方法。

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This paper described a three-dimensional limit equilibrium method for slope stability analysis.

提出了一种边坡稳定分析的三维极限平衡法。

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